Sample Record for 2026-05-21-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001213 DEA: 11431644 EFIS: 1122000232
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-78-N17.7
Work Description: Cold plane, RHMA overlay, Concrete Barriers, Landscape and Electrical.
Location Description: IN SAN DIEGO COUNTY FROM ROUTE 78/5 SEPARATION TO 0.3 MILE EAST OF ESCONDIDO BOULEVARD UNDERCROSSING.
Contractor Name: Skanska USA Civil West
Contractor Address: 1995 Agua Mansa Rd., Riverside, CA 92509
Resident Engineer: Yong Pak Structure Rep.: Carlos Lopez
Sample Information
DIME Sample ID: 2026-05-21-8
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/21/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2026
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: JMFR
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RJ Noble Corona
Material Information
HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 49R003ARSPW
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: No
Antistrip type:
Test Results
Test
DIME Test ID: 2026-05-21-8-1
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 06/05/2026
Date Tested: 06/05/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Cores
|
3
|
|
Core ID
|
6A32
|
|
Dry Weight
|
1196.7 grams
|
|
Parrafin Coated Weight
|
1212.6 grams
|
|
Coated Weight in Water
|
666.2 grams
|
|
Theoretical Maximum Density
|
2.383
|
|
Core 2 ID
|
6B32
|
|
Dry Weight 2
|
1429.8 grams
|
|
Parrafin Coated Weight 2
|
1448.6 grams
|
|
Coated Weight in Water 2
|
793.5 grams
|
|
Core 3 ID
|
3C32
|
|
Dry Weight 3
|
1254.6 grams
|
|
Parrafin Coated Weight 3
|
1271.4 grams
|
|
Coated Weight in Water 3
|
695.4 grams
|
Test
DIME Test ID: 2026-05-21-8-2
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 06/05/2026
Date Tested: 06/05/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: COMPLIES
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Cores
|
3
|
|
Core ID
|
6A33
|
|
Dry Weight
|
1224.2 grams
|
|
Parrafin Coated Weight
|
1241 grams
|
|
Coated Weight in Water
|
678.9 grams
|
|
Theoretical Maximum Density
|
2.383
|
|
Core 2 ID
|
6B33
|
|
Dry Weight 2
|
1104 grams
|
|
Parrafin Coated Weight 2
|
1120.4 grams
|
|
Coated Weight in Water 2
|
613.1 grams
|
|
Core 3 ID
|
6C33
|
|
Dry Weight 3
|
1162.5 grams
|
|
Parrafin Coated Weight 3
|
1177.6 grams
|
|
Coated Weight in Water 3
|
645.2 grams
|
Test
DIME Test ID: 2026-05-21-8-3
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 06/01/2026
Date Tested: 05/29/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Target: 2.426
Actual: Use 2.383
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
|
2
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7400.7 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2523.2 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8865.2 grams
|
|
Mass of container filled with water
|
7400.7 grams
|
|
Mass of oven-dry sample in air for Sample 2
|
2543.7 grams
|
|
Mass of container filled with the sample and water for Sample 2
|
8875.2 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.383
|
|
Specific Gravity for Sample 2
|
2.379
|
|
Average Specific Gravity
|
2.381
|
|
Theoretical maximum density at 25°C (77°F)
|
148.2 lb/ft^3
|
Test
DIME Test ID: 2026-05-21-8-4
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: D11PlantServices@dot.ca.gov
Organization Phone: (858) 518-8709
This test has been superseded on 06/05/2026.
Reason: retested
Test
DIME Test ID: 2026-05-21-8-5
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 06/05/2026
Date Tested: 06/05/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Retest - Complies, Oven 1
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3920.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5969.2 g
|
|
Mass of HMA Sample prior to ignition
|
2048.6 g
|
|
Corrected Asphalt Binder Content
|
7.48 %
|
|
Mass Loss
|
162.8 g
|
|
Mass of aggregate remaining after ignition
|
1885.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.47 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
